Dimensions and section properties for W36X210
Structural sectional properties for a W36X210 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X210 |
| Cross Sectional Area | A | 61.9 in2 |
| Section Width | b | 12.2 in |
| Section Depth | d | 36.7 in |
| Flange thickness | tf | 1.36 in |
| Web thickness | tw | 0.83 in |
| Radius of Gyration about X-X | rx | 14.6 in |
| Radius of Gyrations about Y-Y | ry | 2.58 in |
| Moment of Inertia about X-X | Ix | 13200 in4 |
| Moment of Intertia about Y-Y | Iy | 411 in4 |
| Elastic Section Modulus about X-X | Sx | 719 in3 |
| Elastic Section Modulus about Y-Y | Sy | 67.5 in3 |
| Plastic Section Modulus about X-X | Zx | 833 in3 |
| Plastic Section Modulus about Y-Y | Zy | 107 in3 |
| St. Venant Torsional Constant | J | 28 in4 |
| Warping Torsion Constant | Cw | 128000 in6 |
| Self Weight of section | Weight | 210 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X210 |
| Cross Sectional Area | A | 39935 mm2 |
| Section Width | b | 310 mm |
| Section Depth | d | 932 mm |
| Flange thickness | tf | 34.5 mm |
| Web thickness | tw | 21.1 mm |
| Radius of Gyration about X-X | rx | 371 mm |
| Radius of Gyrations about Y-Y | ry | 66 mm |
| Moment of Inertia about X-X | Ix | 5494000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 171000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 11782000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1106000 mm3 |
| Plastic Section Modulus about X-X | Zx | 13650000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1753000 mm3 |
| St. Venant Torsional Constant | J | 11654000 mm4 |
| Warping Torsion Constant | Cw | 34373000000000 mm6 |
| Self Weight of section | Weight | 313 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X210 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 210 lb/ft and has a cross sectional area of 61.9 in2. The height and width of the section are 36.7 in and 12.2 in respectively.
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
kip-ft
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